Efficient dynamic response analyses of nonlinear structural systems 非線形構造システムの効率的な動的応答解析に関する研究

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著者

    • 王, 弘 ワン, ホン

書誌事項

タイトル

Efficient dynamic response analyses of nonlinear structural systems

タイトル別名

非線形構造システムの効率的な動的応答解析に関する研究

著者名

王, 弘

著者別名

ワン, ホン

学位授与大学

九州大学

取得学位

博士 (工学)

学位授与番号

甲第5112号

学位授与年月日

2000-03-27

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p4 (0007.jp2)
  2. ACKNOWLEDGEMENT / p1 (0004.jp2)
  3. ABSTRACT / p2 (0005.jp2)
  4. TABLE OF CONTENTS / p4 (0007.jp2)
  5. CHAPTER1:Introduction / p1 (0011.jp2)
  6. 1.1 General Description / p1 (0011.jp2)
  7. 1.2 Literature Review / p3 (0013.jp2)
  8. 1.3 Research Scope and Objectives / p8 (0018.jp2)
  9. 1.4 Organization of Thesis / p9 (0019.jp2)
  10. References / p11 (0021.jp2)
  11. CHAPTER2:Evaluation of Numerical Integration Methods in Nonlinear Dynamic Analysis of Structures / p17 (0027.jp2)
  12. 2.1 Introduction / p17 (0027.jp2)
  13. 2.2 Schemes of Direct Time Step Integration Methods / p18 (0028.jp2)
  14. 2.3 A Nonlinear Cantilever Beam Example / p26 (0036.jp2)
  15. 2.4 A Nonlinear Double-Mass Pier Model / p29 (0039.jp2)
  16. 2.5 Conclusions / p34 (0044.jp2)
  17. References / p35 (0045.jp2)
  18. CHAPTER3:Approximation of Nonlinear Dynamic Response-Case Study on Seismic Assessment of Relatively Tall Bridge Pier- / p38 (0048.jp2)
  19. 3.1 Introduction / p38 (0048.jp2)
  20. 3.2 Seismic Safety Check of the Original Pier by Current Code / p40 (0050.jp2)
  21. 3.3 Seismic Safety Check of the Retrofitted Pier by Current Code / p44 (0054.jp2)
  22. 3.4 Nonlinear Dynamic Analysis / p49 (0059.jp2)
  23. 3.5 On Seismic Design Method in Current Highway Bridge Design Code / p59 (0069.jp2)
  24. 3.6 Comparison of Exact and Approximate Solutions / p64 (0074.jp2)
  25. 3.7 Discussion on Retrofitting Efficiency / p69 (0079.jp2)
  26. 3.8 Conclusions / p73 (0083.jp2)
  27. References / p75 (0085.jp2)
  28. CHAPTER4:Adaptive Time Step Integration Strategy for Nonlinear Structural Systems / p77 (0087.jp2)
  29. 4.1 Introduction / p77 (0087.jp2)
  30. 4.2 Description of the Adaptive Time Integration Strategy / p80 (0090.jp2)
  31. 4.3 Comparative study on Conventional and Adaptive Methods / p87 (0097.jp2)
  32. 4.4 Application to Nonlinear Dynamic Analysis of Concrete Pier / p92 (0102.jp2)
  33. 4.5 Concluding Remarks / p99 (0109.jp2)
  34. References / p100 (0110.jp2)
  35. CHAPTER5:Dynamic Analysis of Cracked Steel Beams and Columns / p102 (0112.jp2)
  36. 5.1 Introduction / p102 (0112.jp2)
  37. 5.2 Mathematical Model of a Cracked Beam / p104 (0114.jp2)
  38. 5.3 Eigenfrequency Comparison Between Predicted and Experimental Results / p109 (0119.jp2)
  39. 5.4 Dynamic Response Analysis of Cracked Beam by Adaptive Time Step Integration Method / p114 (0124.jp2)
  40. 5.5 Application of Adaptive Method to a Cracked Steel Box Pier / p118 (0128.jp2)
  41. 5.6 Concluding Remarks / p128 (0138.jp2)
  42. References / p129 (0139.jp2)
  43. CHAPTER6:Summary and Conclusions / p132 (0142.jp2)
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各種コード

  • NII論文ID(NAID)
    500000187634
  • NII著者ID(NRID)
    • 8000000187917
  • DOI(NDL)
  • NDL書誌ID
    • 000000351948
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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